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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.2 LAdmitted-Finance NOT AVAILABLE | L1 | Admitted-Finance | |
| 2 | L2₹65.0 L+₹3.8 L (6.16%)Admitted-Finance 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | L2 | Admitted-Finance | |
| 3 | L3₹65.9 L+₹4.6 L (7.59%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹71.4 L+₹10.2 L (16.6%)Admitted-Finance NARELA ZONE DELHI 40 | L4 | Admitted-Finance | |
| 5 | L5₹72.4 L+₹11.2 L (18.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NARENDER KUMAR L9 | VINOD KUMAR AND CO L3 | Jindal Builders L16 | ASHOK BUILDERS L14 | Kapila Enterprises L6 | S P CONSTRUCTION COMPANY L8 | R.K.Barwa and Sons L15 | Rajdhani Constructions L10 | DINESH KUMAR L13 | P. K CONSTRUCTION AND COMPANY L4 | RAKESH SHARMA L12 | Rohit Sharma L7 | Sushil Kumar Gupta L5 | Rajiv Builders L11 | DURGA CONSTRUCTION CO . L1 | A.S. Construction Co. L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 62 | Cum | 3,800 ₹2,35,600 | 1,200 ₹74,400 Lowest | 4,064 ₹2,51,968 | 3,500 ₹2,17,000 | 3,000 ₹1,86,000 | 3,500 ₹2,17,000 | 3,749 ₹2,32,438 | 3,800 ₹2,35,600 | 3,250 ₹2,01,500 | 3,200 ₹1,98,400 | 3,500 ₹2,17,000 | 3,000 ₹1,86,000 | 3,000 ₹1,86,000 | 3,000 ₹1,86,000 | 2,700 ₹1,67,400 | 2,900 ₹1,79,800 |
| 2.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand) | 312 | Sqm | 500 ₹1,56,000 | 400 ₹1,24,800 | 560 ₹1,74,720 | 500 ₹1,56,000 | 440 ₹1,37,280 | 600 ₹1,87,200 | 595 ₹1,85,640 | 600 ₹1,87,200 | 550 ₹1,71,600 | 380 ₹1,18,560 Lowest | 430 ₹1,34,160 | 450 ₹1,40,400 | 450 ₹1,40,400 | 490 ₹1,52,880 | 639 ₹1,99,368 | 500 ₹1,56,000 |
| 3.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 72 | Cum | 4,200 ₹3,02,400 | 4,200 ₹3,02,400 | 4,312 ₹3,10,464 | 4,800 ₹3,45,600 | 3,450 ₹2,48,400 | 4,200 ₹3,02,400 | 4,399 ₹3,16,728 | 4,000 ₹2,88,000 | 5,050 ₹3,63,600 | 3,800 ₹2,73,600 | 3,800 ₹2,73,600 | 3,500 ₹2,52,000 | 3,500 ₹2,52,000 | 4,000 ₹2,88,000 | 4,500 ₹3,24,000 | 3,400 ₹2,44,800 Lowest |
| 4.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | 300 | Sqm | 280 ₹84,000 | 300 ₹90,000 | 329 ₹98,700 | 300 ₹90,000 | 260 ₹78,000 | 300 ₹90,000 | 299 ₹89,700 | 200 ₹60,000 Lowest | 290 ₹87,000 | 350 ₹1,05,000 | 280 ₹84,000 | 300 ₹90,000 | 270 ₹81,000 | 280 ₹84,000 | 297 ₹89,100 | 300 ₹90,000 |
| 5.00 | 12 mm cement plaster of mix : with Neat cement punning . | 988 | Sqm | 190 ₹1,87,720 | 150 ₹1,48,200 | 203 ₹2,00,564 | 220 ₹2,17,360 | 160 ₹1,58,080 | 178 ₹1,75,864 | 195 ₹1,92,660 | 130 ₹1,28,440 Lowest | 190 ₹1,87,720 | 160 ₹1,58,080 | 170 ₹1,67,960 | 150 ₹1,48,200 | 166 ₹1,64,008 | 170 ₹1,67,960 | 234 ₹2,31,192 | 130 ₹1,28,440 Lowest |
| 6.00 | Supply of earth by mechanical transport including loading and unloading and royalty of earth and banking the same in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with mechanical lead upto 10 km including royalty and lift up to 1.5 m in all kinds of soil. | 630 | Cum | 350 ₹2,20,500 | 150 ₹94,500 | 484.5 ₹3,05,235 | 280 ₹1,76,400 | 385 ₹2,42,550 | 300 ₹1,89,000 | 399 ₹2,51,370 | 300 ₹1,89,000 | 550 ₹3,46,500 | 350 ₹2,20,500 | 350 ₹2,20,500 | 400 ₹2,52,000 | 250 ₹1,57,500 | 350 ₹2,20,500 | 252 ₹1,58,760 | 130 ₹81,900 Lowest |
| 7.00 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. | 446 | Cum | 4,200 ₹18,73,200 | 2,700 ₹12,04,200 Lowest | 5,493 ₹24,49,878 | 4,380 ₹19,53,480 | 4,394 ₹19,59,724 | 4,000 ₹17,84,000 | 5,480 ₹24,44,080 | 4,000 ₹17,84,000 | 4,050 ₹18,06,300 | 3,200 ₹14,27,200 | 4,400 ₹19,62,400 | 3,500 ₹15,61,000 | 3,400 ₹15,16,400 | 4,000 ₹17,84,000 | 2,700 ₹12,04,200 Lowest | 2,900 ₹12,93,400 |
| 8.00 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer. | 892 | Cum | 5,200 ₹46,38,400 | 5,100 ₹45,49,200 | 6,460 ₹57,62,320 | 6,500 ₹57,98,000 | 5,000 ₹44,60,000 | 5,200 ₹46,38,400 | 6,399 ₹57,07,908 | 5,500 ₹49,06,000 | 6,150 ₹54,85,800 | 5,200 ₹46,38,400 | 5,500 ₹49,06,000 | 5,500 ₹49,06,000 | 5,320 ₹47,45,440 | 5,500 ₹49,06,000 | 4,203 ₹37,49,076 Lowest | 4,850 ₹43,26,200 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
13 Dec 2021, 3:00 pmClosed
Executive Engineer CD VII IFCD
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi
Construction of Roads and Side Drains at Rohil wali gali and near Prachin Maha Kali Mandir at village Prahladpur Banger in Bawana AC
2021_IFC_211933_1
EE/CD-VII/NIT/2021-22/33
Open Tender
Civil Works
Item Rate
180 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹2.2 L
14 Dec 2021
1 Dec 2021
13 Dec 2021
1 Dec 2021
13 Dec 2021
1 Dec 2021
Amount
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster of mix : with Neat cement punning .
Supply of earth by mechanical transport including loading and unloading and royalty of earth and banking the same in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with mechanical lead upto 10 km including royalty and lift up to 1.5 m in all kinds of soil.
Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete.
Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer.
A.S. Construction Co.
VINOD KUMAR AND CO
P. K CONSTRUCTION AND COMPANY
Sushil Kumar Gupta
Kapila Enterprises
Rohit Sharma
S P CONSTRUCTION COMPANY
NARENDER KUMAR
Rajdhani Constructions
Rajiv Builders
RAKESH SHARMA
DINESH KUMAR
ASHOK BUILDERS
R.K.Barwa and Sons
Jindal Builders
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